Analysis of the Effects of Different Filling Materials on the Deformation of a Widened Subgrade-Reference-Cited by-同舟云学术

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Analysis of the Effects of Different Filling Materials on the Deformation of a Widened Subgrade

Published:2023-06-26 Issue:10 Volume:21 Page:1679-1695
ISSN:1735-0522
Container-title:International Journal of Civil Engineering
language:en
Short-container-title:Int J Civ Eng

Author:

Yang Liang,Xu Wenyuan^ORCID,Li Keke,Han Pengwei,Wu Yuxuan

Funder

Research on Subgrade widening technology of Beijing-Harbin Expressway Reconstruction and Expansion Project based on differential settlement control

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering,Geotechnical Engineering and Engineering Geology

Link

https://link.springer.com/content/pdf/10.1007/s40999-023-00858-w.pdf

Reference29 articles.

1. Weng XL, Wei W (2011) Influence of differential settlement on pavement structure of widened roads based on large-scale model test. J Rock Mech Geotechn Eng 3(1):90–96. https://doi.org/10.3724/SP.J.1235.2011.00090

2. Zhang JH et al (2021) Reinforcement effect investigation of geogrids in the junction between new and existing subgrades in highway widening. J Test Eval 50:5. https://doi.org/10.1520/JTE20210223

3. Jiang X et al (2020) Numerical analysis for widening embankments over soft soils treated by PVD and DJM columns. Int J Pavement Eng 21(3):267–279. https://doi.org/10.1080/10298436.2018.1461869

4. Wang YY (2015) Analysis of control measures for settlement of differences on the problems of highway subgrade widening. Open J Civil Eng 5(02):149. https://doi.org/10.4236/ojce.2015.52015

5. Yang L, Xu WY, Li KK (2021) Analysis of the embankment settlement on soft soil subgrade with a cement mixed pile. Adv Civil Eng. https://doi.org/10.1155/2021/9949720

Cited by 1 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Numerical Analysis of Differential Settlement in Road Due to Widening Considering Different Reinforcement Techniques;Applied Sciences;2024-02-21

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